Analytical method of stability analyses of toppling rock slopes subjected to flexural toppling failure damage

References

• Amini, M., Golamzadeh, M., & Khosravi, M. (2015). Physical and theoretical modeling of rock slopes against block-flexure toppling failure. International Journal of Mining and Geo-Engineering, 49(2), 155–171. https://doi.org/10.22059/ijmge.2015.56103
   Google Scholar
• Amini, M., Majdi, A., & Veshadi, M. A. (2012). Stability analysis of rock slopes against block-flexure toppling failure. Rock Mechanics and Rock Engineering, 45(4), 519–532. https://doi.org/10.1007/s00603-012-0220-7
   Web of Science ®Google Scholar
• Aydan, Ö., & Kawamoto, T. (1992). The stability of slopes and underground openings against flexural toppling and their stabilisation. Rock Mechanics and Rock Engineering, 25(3), 143–165. https://doi.org/10.1007/BF01019709
   Web of Science ®Google Scholar
• Bovis, M. J. (1990). Rock-slope deformation at Affliction Creek, southern Coast Mountains, British Columbia. Canadian Journal of Earth Sciences, 27(2), 243–254. https://doi.org/10.1139/e90-024
   Web of Science ®Google Scholar
• Bowa, V. M., Xia, Y., & Kabwe, E. (2018). Analytical technique for stability analyses of rock slopes subjected to block toppling failure. Mining Technology, 127(4), 219–229. https://doi.org/10.1080/25726668.2018.1461989
   Web of Science ®Google Scholar
• Bukovansky, M., Rodriguez, M. A., & Cedrun, G. (1976). Three rock slides in stratified and jointed rocks. In 3rd International Congress of Society of Rock Mechanics, pp. 854–858. https://doi.org/10.1016/0148-9062(75)90310-1
   Google Scholar
• Chen, H. Q., & Huang, R. Q. (2004). Stress and flexibility criteria of bending and breaking in a countertendency layered slope. Journal of Engineering Geology, 12(3), 243–246. https://doi.org/10.1016/S0960-0779(03)00420-X
   Google Scholar
• Chen, Z. Y., Zhang, J. H., & Wang, X. G. (1996). Simplified method of rock slope stability analysis of toppling failure. Chinese Journal of Geotechnical Engineering, 18(6), 92–95.
   Google Scholar
• De Freitas, M. H., & Watters, R. J. (1973). Some field examples of toppling failure. Géotechnique, 23(4), 495–513. https://doi.org/10.1016/0148-9062(74)91705-7
   Web of Science ®Google Scholar
• Erguvanli, K., & Goodman, R. (1972). Applications of models to engineering geology for rock excavations. Bulletin of the Association of Engineering Geology, 9(8), 104.
   Google Scholar
• Goodman, R. E., Bray, J. W. (1976). Toppling of rock slopes. In the Proceedings of the Specialty Conference on Rock Engineering for Foundations and Slopes, pp. 201–234.
   Google Scholar
• Gu, D., & Huang, D. (2016). A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River, China. Engineering Geology, 208, 165–180. https://doi.org/10.1016/j.enggeo.2016.04.037
   Web of Science ®Google Scholar
• Liu, C. H., Jaksa, M. B., & Meyers, A. G. (2009). A transfer coefficient method for rock slope toppling. Canadian Geotechnical Journal, 46(1), 1–9. https://doi.org/10.1139/T08-094
   Web of Science ®Google Scholar
• Meng, Q. X., Wang, H. L., Xu, W. Y., Cai, M., Xu, J. R., & Zhang, Q. (2019). Multiscale strength reduction method for heterogeneous slope using hierarchical FEM/DEM modeling. Computers and Geotechnics, 115, 103164. https://doi.org/10.1016/j.compgeo.2019.103164
   Web of Science ®Google Scholar
• Mohtarami, E., Jafari, A., & Amini, M. (2014). Stability analysis of slopes against combined circular-toppling failure. International Journal of Rock Mechanics and Mining Sciences, 67, 43–56. https://doi.org/10.1016/j.ijrmms.2013.12.020
   Web of Science ®Google Scholar
• Nichol, S. L., Hungr, O., & Evans, S. G. (2002). Large-scale brittle and ductile toppling of rock slopes. Canadian Geotechnical Journal, 39(4), 773–788. https://doi.org/10.1139/t02-027
   Web of Science ®Google Scholar
• Pritchard, M. A., & Savigny, K. W. (1990). Numerical modelling of toppling. Canadian Geotechnical Journal, 27(6), 823–834. https://doi.org/10.1139/t90-095
   Google Scholar
• Regmi, A. D., Yoshida, K., Nagata, H., & Pradhan, B. (2014). Rock toppling assessment at Mugling-Narayanghat road section: ‘A case study from Mauri Khola landslide’, Nepal. CATENA, 114, 67–77. https://doi.org/10.1016/j.catena.2013.10.013
   Web of Science ®Google Scholar
• Sun, G. Z., & Zhang, W. B. (1985). A commonly-sighted rock mass structure—slab-rent structure and its mechanical model. Chinese Journal of Geology, 26(3), 275–282. https://doi.org/10.1007/BF01034068
   Google Scholar
• Wang, H. L., & Xu, W. Y. (2013). Stability of Liangshuijing landslide under variation water levels of Three Gorges Reservoir. European Journal of Environmental and Civil Engineering, 17(sup1), s158–s177. https://doi.org/10.1080/19648189.2013.834592
   Web of Science ®Google Scholar
• Wyllie, D. C. (1999). Foundations on rock: Engineering practice. SPON.
   Google Scholar
• Xiao, Y. (1989). The flexure-creep mechanism and analysis method of layered rock mass of slope. Institute of Geology, Chinese Academy of Sciences.
   Google Scholar
• Yan, L., Xu, W. Y., Wang, H. L., Wang, R. B., Meng, Q. X., Yu, J., & Xie, W. C. (2019). Drainage controls on the Donglingxing landslide (China) induced by rainfall and fluctuation in reservoir water levels. Landslides, 16(8), 1583–1593. https://doi.org/10.1007/s10346-019-01202-x
   Web of Science ®Google Scholar
• Zheng, Y., Chen, C. X., Liu, T. T., Xia, K. Z., & Liu, X. M. (2018). Stability analysis of rock slopes against sliding or flexural-toppling failure. Bulletin of Engineering Geology and the Environment, 77(4), 1383–1403. https://doi.org/10.1007/s10064-017-1062-z
   Web of Science ®Google Scholar